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HomeMy WebLinkAboutBuilding Plans3911650 (1612 BLK) GROUP 2 COVER SHEET GRP2 ELEV 'B' - SHEET LIST Sheet Number Sheet Name GRP2 0.2 SLAB PENETRATIONS ELEV'B' GRP2 0.4 PLUMBING & ISOMETRICS PLAN ELEV 'B' GRP2 1.0 PRODUCT APPROVAL GRP2 1.2 FLOOR PLANS 'B' GRP2 2.3 ELEVATIONS 'B' GRP2 2.4 ELEVATIONS 'B' 5-12 GRP2 3.3 ROOF PLAN 'B' GRP2 3.4 ROOF PLAN 'B' 5-12 GRP2 4.0 WATER INTRUSION DETAILS GRP2 4.OA EXTERIOR TRIM DETAILS GRP2 4.3 SECTIONS ELEV'B' GRP2 4.4 SECTIONS ELEV'B' 5-12 GRP2 5.1 INTERIOR ELEVATIONS GRP2 5.2 OPTIONAL COVERED PATIO GRP2 6.2 ELECTRICAL & FLOODING ELEV'B' STRUCTURAL DESIGN PAGES FOLLOW VOLUME SCHEDULE Name Volume CF 1ST FLOOR 12348.9 Grand total 12348.9 GRP2 - ELEV 'B' - AREA Name Area HEATED 1 ST FLOOR 1650 SF 1650 SF UNHEATED GARAGEI 403 SF OPT COV PATIO 1 100 SF PORCH 81 SF 583 SF UNDER ROOF 2233 SF GRP2 - ELEV 'B' (STUD) - AREA Name Area 1 ST FLOORI 1544 SF 1544 SF REVISION LOG _ REV. DESCRIPTION ADDED 5:12 ROOF OPTION. REMOVED ALL SWITCHED OUTLETS. REMOVED CEILING FANS EXCEPT FOR MASTER BEDROOM & GREAT ROOM. DRAWN BY DATE JHM 10/29/19 2.00 2.01 REVISED FLOOR BREAKS ON FIRST FLOOR TO SHOW CARPET IN BEDROOMS ONLY. ADDED WINDOW TRIM TO SIDE ELEVATIONS WITH 5:12 ROOF OPTION FOR CITY OF PALM COAST. JHM 01/02/20 2.02 REPLACED RANGE HOOD WITH MICROWAVE JHM 03/06/20 INSULATION VALUES COMPONENT VALUE SLAB R-0 WINDOWS - u-0.35 SHGC-0.27 WALL - WOOD FRAME R-13 WALL - CMU/RADIANT BARRIER R-6 ATTIC R402.2.1 _j R-30 R-VALUES ARE MINIMUMS u-VALUES ARE MAXIMUMS LO 00 CV LO 0 N 4 N 14'-01 /2" 3'-0" 21'-31 /2" i DIV J7 T, I I I SLAB CUTOUT FOR I SGD THRESHOLD I I ! SEE DETAIL ON <� , • . ; . I SHEET 424.0 FRIG. I kOKUPS j I i I 71 I i w CD r )I :A. r `I M � " U IL— — -- ----- I -- i .11 I 1I I[ g L J 2'112" IF _ �L t 2'-01/4' Q 3'-21/4" 3A 1l2" Fr- - f y y� G � G � 1 c� /F • -- - - P I, CUT CONTROL JOINTS I ° a ATINTERVALSIO'x10' I" I I IN BOTH DIRECTIONS` u �! =18' 8" 19'-8" /� i n r I�•n. 18 8 -0 1/2" 14'-4" I. 3-8" SLAB PENETRATIONS ELEV'B' 114" =1'-0" AT 22" X 34" LAYOUT 118" : V-0" AT I f X 17" LAYOUT 16'-3" 20'-4" V) w z d N W O 0 LU g w z 0 Q 2 0 w w 2 q F_ 0 M a LU F_ 0 LO aO V) Co Q LO 7- 0 VAC Q PAD J 0 w F— V) O LL N CL N F_ 0 Uj �O C� � \w\ • Q a MARIA i'iW Y o?S z w FFR/t�jyG`ss, J �r.•�ENsF . 5� r; No g2j� CtE F t O e 7..`•.�� n o \� t .U' _ice _' dl���ll��lll CENTURY fl 0`0'7 �fn,p&F > MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLE © 2020 z O m Q N L.■ LJL i L7 cL co _Q V I oc J 0 c� � 0 O 0 O E co 0 ) 00 . o oco a O ti PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 0,2 ^" To fhebcA.f.y W. .° �� Mills, knowledge, this inlnnnatlnn an d,ss sheet been done in ` '. F'w nee w; I the 2017 PIm Idl B.d&,g}bde(6di N a g8 ? PHONE: 772.226.7282 WEBSITE: - I II 3E 4 coma -rz. e �� C.A. & 30698 www.MillsShortAssociates.com Nn pn!. cer[orm1nnsarc h,.,.=eant,nf�ied. �` °�„ ` •\ �� �a§4%�.,„• 70Q 22nd Place, Suite 2C/2D Vero Beach, Florida 32960 100 South 2nd Street, Unit 209 4620 Fort Pierce, Florida 34950 Palm Lipscomb Street NE, Suite 2 Bay, Florida 32905 14'-01/2" 3-011 21'-31/2" - O. - - M. .. 13-101/2"Dv 11 1 1/2 VTR AAV T SLAB CUTOU11 14' 4" SGDTHRESHOLD J _ SEE DETAIL ON KS SHEET GRP2 40 FRIG. 2 " HOOKUPS 3 VTR .. I Y 1 1/2" VTR :. ��� TUB 18'-811 - .. -.. ., i ....... �' ,: .., ..- .-.- ". ...._ M WC ., , .. .]II - .. � '� TUB 2„ 2" `/ �] M .. O � Cl) LAVCD w 31} W M 3" 211 LA VS c N CO ;. CV .. 00 TO 4" SEPTIC LINEco : ,. , PLUMBING ISOMETRIC C EPA 2' 01/411. 3-21/4" 3' 1 1/211 , s AHU DRAIN 01 i I e. CUT CO7N AMIN N AT INTEiNBOTH s 191-811 CD o 18' 8" o CO 2'-0 1/2" _ 16141 2' D 11211 � 14 -4 - 38 - 20 4 IIr 38'-411 0 PLUMBING PLAN ELEV B 1 ASA 1/41111-011 AT 2211 X 3411 LAYOUT g I , 11 _ 1 1/8 -1-011 AT 1111 X 1i11 LAYOUT AS CENTURY Q MORE HOMELESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 3007,1 PHONE: 3365-282-3606 W1H, ULC 0 2020 Z Q J V 7 �� k1 r F=H F 3r 1 J a u o � 0 J ' M Ir— U) L O 0 M FL z O D C o O 0 o Q 0 L PLAN # / ORIENTATION 1612 BLK/ RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP20A 1 1/2" VTR All- TO 4" SEPTIC LINE ku'llf LING ISOMETRIC 3" VTR )I: 1 112" VTR AAV J� k� KS 21 TUB "WC r,JIX LA VS 45L N Lo 4 04 N m 14'-01 /2" 21'-31/211 o M I' 13 10112 a ��� `" 63 � SLAB CUTOUT FOR � II all 1t �. �GDTHRESHOLD , - r I _ 4 SEE DETAIL ON �.. SHEET424.0. r _ [PRIG. ( I f- - rs !HOOKUPS I I � I. I I n L I 42 18 a !s }t <'J (^ I o M, " ;5 o I I d I Lo eu i 00 14 i, i I I v e .. n I Li c 1 1 a iW,.-- G «... f 2'-01 /4'" a ��°j$ a II d ' I —, d 3'-21/4" 3'-11/2" i i I I ` CUTC/�10" 6 I, I l AT IN"INBO i k 8'-811Y N � L a F _ a h 4, Q 2'-0 18'-8" f co 141411 3'-8" 38'-4" 1 PLUMBING PLAN ELEV T 1411z V-0 AT 22 X 3411 U 11811: V-011 AT I I" X 17" LI -:.. .:a•.. n MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 1� I � II ■ ■ IC 406 (LD � I : IE I f `e,�unu�rq� G. Wade Jurney Homes Product Approval/ NOA Index Sheet N y 7�5�''���"': w ? 0 ; S TE TF '•"'� R t.. G���;: V1 ���i ��NA� BEN% 0 Updateda-0a 1070 Component Model/Series Product Approval Design Impact Resist. Attachment method Approval If Date Pressures Roof TAMKOBldg. Product, Inc. AsphaltShingles Roofing 3•TabGlass Seal Efle FL18355.1 12/12/2017 N/A Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener I in. back from each end and one 12 in, back from each end ofthe shingle for atotal pf4fasteners. 992020 w Covering Interwrap Underlayments Roofing RhinoroofU20 F115216.1 12/12/2017 N/A For slopes from4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4"and Vertical laps should be 6"and anchored approximately 1' in from the edge. For low slope (less than 4:12) applications it is recommended to overlap 50% plus )"The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended, For same day coverage with primary roofing RhinoRoof U20 can be anchored with corrosive resistant 3/8' head x I' leg roofing nails )ring shank preferred, smooth leg acceptable), O O H W ThermoTru fiberglass Swing door Fibergbss6•Panel fL15225,5 9/21/2018 61 51 Yes Jamb, Head, and Threshold fasteners for this unit include #10 Wood Screws or 1/4" Tapcons. A Physical Shim must be placed in Shim Space at each anchor location. Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4",not to exceed 6" O.C, Q J W OC Wayne Dalton Overhead Double Door Series9100 FL9174.6 2/13/2018 39,2 437 Yes Attach door bracket to jamb w/5/16' z 15/8" lag screws not to exceed 24" O.C.. Door Jamb to be minimum 2z6 structural grade lumber, Vinal or wood door stop nailed at maximun of 6" D.C. mustoverlap top and both ends of panels min 7/16" tipmeet negative Pressures. Doors z O FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,USE 1/4INCH ELCOTAPCONSOF Q Ply Gem Windows Sliding Glass d000r Door Series4780 FL14634,2 10/17/2017 50 .50 No SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT 0 Li - - Ply Gem Windows Vinyl Fixed Window Series1500 FL16104.1 12/27/2017 5S 55 No Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hale Distance from Window Corners 4' or nearest hole Bldg framing Penetration )" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or larger Pan Head W _ Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners P or nearest hole Bldg framing Windows Ply Gem Windows Vinyl Single Hung Window Series1500 F1.161031 12/27/2017 50 50 No Penetration )" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min. Corrosion -Resistant Screw Size #8 or larger Pan Head O Z PlyGemWindows Vinyl Integral Mull (Twin & Triple) Window Series1500 FL16100,2 10/17P017 5o 50 No Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg Framing Penetration )' min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min. Corrosion-ResistantScrewSize #8 or Larger Pan Head Q W Ply Gem Siding Mastic Vinyl Siding Mastic Eclipse4.5" Dutch lap FL23885.1 12/12/2017 73,6 -73.6 Yes Allow a min, oft/32"betwe nthe back ofthe nail head, screw orstaple crown and the nailing strip. Nails or staples should be placed approx. 12" to 16"apart. Lea veamin.of�1/4" clearance atall openings and stops toallow for normal expansion and contraction, Panels shouldbeoverlapper-d approx. I". Fasten panels approx. 8" or more from the overlap seam, W w Siding B I- Z N Q PI Gem Siding V B Mastic Vinyl Y Siding B Board and Batten Vertical Vinyl y g FL23885;1 12/12/2017 96.6 96 6 Yes Nails are galvanized B z roofing nails, )1/2"long, with 1/8"diameter shanks, and 3/8" dia. Heads.l6"venial nail spacing.?"horizontal nail spacing. Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake F123885.1 12/12/2011 49,4 49,4 Yes Nails are galvanized steelr fmgnails, )-1/2" long, with 1/8" diameter shanks, and 3/8"dia.Heads. 18")shake) vertical nail spacing. B" horizontal nailspacing, = � Z Q J O Shutter Hurricane Storm Panel MFGINC, 24 Gauge Galvanized Steel Storm Panel FL16293,1 11/2/2017 20 -2G Yes 1/4" diameter screw shall have a minimum embedment depth of 1 1/2" and have a spacing of 12" o,c, PlyGemSiding Mastic Vinyl Soffit Universal (Vinyl) R23352.1 12/12/2011 132.8 38.1 N/A Nails are galvanized steel roofing nails,)-1/2" long, with 1/8" diameter shanks, and 3/8" dia, Heads - Or •Staples with 1" long legs X 1/16" (16 GA) Dia. in each nail hem. Soffit Aluminum Coils, Inc. Aluminum Soffit FL12194.1 12/15/2017 80 90 No 12" T4 / 16" Q4 Aluminum HT Soffit, Channel at the wall 3/4"x 1/4" crown staple in a diamond pattern at 24" O.C, Soffit side 3/4" x 1/4" crown staple at8'O.C. Facia cap 13/4"z0721/4"head trim nail at48"D.C. W D I•- United Steel Production Co Wood Connectors HD28-21F FL17232.3 12/21/2017 (14)0,162"x3.1/2" Long (l6d) Nails into Header; (6)0,148"x3"Long (10d)Nails into Joist U United Steel Production Co Wood Connectors HD0210-21F FL17241.8 8/14/2018 (14)0.162"x3-1/2" Long (16d) Nails into Header; (6)0.148"x3"Long (1Od)Nails intoloist United Steel Production Co Wood Connectors MSTA48 FL17244.17 10/17/2019 (26)0.148"x2-1/2"Long Nails O United Steel Production Co Wood Connectors RT16A FL17236.11 2/13/2018 (9) 0.148" xl-1/2" Long (10d) Nails intotruss/raker, (8) 0.148" x3" tong (10d) Nails into Plate u- Z United Steel Production Co Wood Connectors MTW16 FL17244.7 10/17/2019 (14)0.148"z3"Long Nails or(14)0.148"xl-1p"Long Nalls Q J n" V) United Steel Production Co Wood Connectors MTW12 FL17244.7 10/17/2019 (14) 0.148"x 3" Long Nails or(14)0.148"z1.1/2"Long Nails United Steel Production Co Wood Connectors HT145 FL173241 8/13/2017 Install Directly to Framing with IN Common or16dz2.1/2"Pnuematic H United Steel Production Co Wood Connectors MSTC40 FL17244.27 10/17/2019 (52)0.148" x3' Long Nails Minimum � W United Steel Production Co Wood Connectors MSTC66 FL1724417 10/11/2019 (72) 0,148" x3" Long Nails Minimum United Steel Production Co Wood Connectors STAD14 FL17249.3 12/21/2017 (38)O.148"z3.1/4%oPgNaiIs _W � Structural Components LU W W Q United Steel Production Co Wood Connectors ADTT-R FL17324,1 12/21/2017 WS8-EXT wood screw or 3/8'HDG lag screw United Steel Production Co Wood Connectors MPAI FL17244.23 10/17/2019 (12)0.131'xMP' Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5) 0,131" xl-1 jC long Nails intatruss/rafter, (5) 0.131" z 2-1/2" Long Nails Into Plate a:I a J United Steel Production Co Wood Connectors RT7AT FL20872.1 12/12/2017 (5) 0.131" x HP' Long Wh into truss/rafter; (5) 0.131" x 1-1/2" Long Nails Into Plate Y 06 United Steel Production Co Wood Connectors RT7A FL17236.10 2/13/2018 (5)0,131"x2-1p'Long Nails into truss/rafter;(5)0.131"x2-1/2"Long Nails into Plate United Steel Production Co Wood Connectors C44 FL17239.1 10/11/2016 (6)0.162"x3-1n' Long Nails into Beam; (6)0.162"z3-1/2"Long Nails Into Post Z C43D,e C W ��Q 47 r J UJ 9 D t? � tf7 United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12)0.162" x3.1/2" Long Nails into post United Steel Production Cc Wood Connectors fA4 FL17249,1 12/21/2017 (310.148"x1.1/2" Long Nails itoside ofsiplate, (3)0.148%HA' Long Nails intOtQpofsill plate United Steel Production Cc Wood Connectors - R514100 f111244,28 10/14/2019 .• dSinker, Installed diredtytoFramiq,(36jMin.lOdxl•1�2 wrthlOdCommonor)�. i - " (64)Min.0.162 x31n Long Nails United Steel Production Co n ect rs Wood Co n o KST212 fL11244.14 1014 2019 / / i United Steel Production Co Wood(Annectors HTWM16 FL62231 12/12/2017 (4)1/4"x1.314"Powers Wedge bolt toCMU(8) Min. 0.148"x3-1/2"Long Nailspuss/rafter, Provide 4" Embedment into CMUand fasten towoodcomponent using (9)0.14 xIY'Nails / NA ®� United Steel Production Co Wo®dAnchor HTA16 FL17680.4 12/12/2017 United Steel Production Co WoodAnchor HGAM10 FL17699.1 12/12/P017 i l %"Ion Wood Screws Provide x1•3/4 DewaltScrewbolt+oreq.intoCMUandfastentowoodcomponentusing(4)1/4 d� g ,IIIIOI�IIIII y ,,", MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 O C J J � O Q E co _� O - O . "Co 0 o PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP21,0 WALL LEGEND FULLHEIGHT FULL HEIGHT 8" C.M.U. WALL 2X6WOOD STUD PARTITION FULL HEIGHT DRYWALL OPENING HEIGHT 2X4 WOOD STUD PARTITION AS NOTED ON PLAN, 6'•8' HDR HT. t v \ \ v STONEVENEER BRICKVENEER 1 ROD & SHELF STUD WAIL BELOW NOTE: EXTERIOR WALLS FRAMED AT 16" O.C. INTERIOR NON. HEIGHT AND STUD SIZE AS NOTED BEARING WALLS FRAMED AT 24' OC REF TO STRUCTURAL SHEETS FOR BEARING WALL SPECIFICATIONS AND PLATE INFORMATION PLAN NOTES 1. VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS & DOORS. 2. PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDINGCODE R308.4.2 3. PROVIDE SAFETY GLAZING AT BATHI SHOWER PER FLORIDA BUILDING CODE R308.4,5 4, NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED WI WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY) 5, PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6. WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24' O.C., USE 50 DRYWALL OR 112" SAG RESISTANT PER SEC.702.3.5. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE& ATTIC BY NOT LESS THAN112' GYPSUM BOARD APPLIED TO THE GARAGE SIDE: GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 518" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 112" GYPSUM BOARD OR EQUIVALENT. 8, INSTALL 1318" THICK SOLID WOOD DOOR BETWEEN LIVING & GARAGE PER FLORIDA BUILDING CODE R302.1.5. 9. ALL WINDOWS INSTALLED72"ABOVE GRADE MUST COMPLY WITH R6122MIN. 24"SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE. 10. PROVIDE FIRE BLOCKING PER SECTION R302.11 11. PROVIDE DRAFT STOPPING PER SECTION R302.12 TABLE R302.6 DwellinglGarage Separation Se ratbn Material From the residence and attics Not less tan% -Inch gypsum board or equivalent apoied to the garage side From all h abbble rooms above the garage Not less tan 5 v8-inch Type X gypsum board or equivalent SIructurels) supporling 0cor-ceiling assernblies used for separation required by this section Not less than ''/rinchgypsum board or equivalent 2668 DOOR WI TOP & BOTTOM LOUVERED DOOR SQUARE FOOTAGE 16.67 SO FT. DOOR STYLES & RAILS •7.05 SO FT. LOUVERS 118" x 1x 9" •1.02 SO FT. NET OPEN AIR FLOW 8.60SOFT. CV n 00 I 8"x8" CMU COLUMN N Ln L0 LO 6'-0" 105.0SH 6 • 8" H.H. 3'-8" 3.0 5.0 SH 6' 8" H.H. T-4. 6068 SGD LO 2X4 WALL, 9117 H. WI GREAT ROOM 12"COUNTER OVERHANG 7.8" x 9•6" 38, 41, 7'-0" 2030 SH 6'' 8" H,H 4'-31 /2" DW KITCHEN 1 12''8" x IV-11" 4 RP2 5.11 3' 2" FRIG. 3 HOOKUPS Ur N 7 4 LU 6'3" ATE OF '�4U d 0 ,OR\ Fs'• NAL S;0-`% Ln JUL 092020 CC w 2 H- O H 0 W.I.C. Kg w Al 1 112" M 1"-51/2" 1 ELECTRIC Q GRANGE _ N ?J6 618 N 7" 32"X60" C; TUBISHOWER N Z = _ co 0, BATH W = w O, SUITE KM M ~o CRP2.1N 6134' x 11'•0" >< FLEX 4 c 15141 O 13'-s° T Z Q co o >< w EalIJ M w 10'-91/2" 2'-3 1/2' 4' 1l2" 6'-71l2" '-41/2"14 10'-31/2" > w �o cV N Z _. <.: o00 H— O�— 6; I2) 2161VB o o '" "' � LO co Z 216618 BED 4CD LO BED I (D "' M 1o'•9°xt6'^' Q _ 10'•9" x 10'•0" � � ET R 1LO z MECH (�A Q M co WEATER / J 4 Z DRYER VENT K O P 6 618 r-u )" 6-0" 4'-3" e 4' 71/2" " 31-5 5'-7" 10'-31/2" o ?1861820MIN. RATE f—�,� P- y GRF` PER R302.5,10FTHE CODE N j.1 BA,2 �¢ H- ?6Y6 K N N FOYER 2-CAR GARAGE O M 19'•0" X19'•8" 13'-0" 5'-0" 19'-8" o Z BED 2 10'•9" x 10'•4" a6181 ESCAPE 310 618 �- :: 6-31/211 FIRST FLOOR PLAN ELEV'B' 11411-1.0 AT 22 X 34 LAYOUT 118r' =1'-0" AT 11" X 17" LAYOUT 16070 SECTIONAL 16'-0" N Q J a N F=-- LU w oc w cV Q a 2 2" :D Y 06 z � c�aE c0 oc w o� li� r RY MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 T_ CD 00 C) Z) "Co O 0 0 0 u PLAN # / ORIENTATION: 1612 BLK f RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP21,2 G CN ti No 78 4 W Z_ ' 9 • S TE F :��. J o' TlOR1OP \�,,� U ............ ��i�s.... • • �? ` �Opq EC�O� N JUL 092021 w 2 O O H 0 W H g W Z B&BSIDING 0 Q SHINGLES AS SPECIFIED N O ti 9• N � SHINGLES AS SPECIFIED �- z 1ST FLOOR PL. HT. 1ST FLOOR PL. HT. w u � Y J^ nr _ L _ v O r ') u't / o a =, a J t i _ t o CEMENTITIOUS CD ED .0000 �❑❑❑� FINISH CEMEWITIOUSIo 'IT ] FINISHDEJ 'Y , t 1. u ❑ _ tJ r a r, a , ,V/ , r♦m ^,Ir - t-, W_ _1ST FLOOR FIN, FLR.1ST FLOOR FIN, FLR ___ _ a ` \ ,a , a v _ \ ,a w c t a a r W 8"x8' CMU COLUMNS 4"WINDOW TRIM H 3 LEFT ELEVATION'B' z I II I II II N 1 FRONT ELEVATION B 114.1 0 AT 22 X 34 LAYOUT = C 114" : V-0" AT 22" X 3411 LAYOU 118 -1.0 AT 11 X 17 LAYOUT 0 118" =1'-0" AT 11" X 17" LAYOUT z a J Z O W w V F-- N O Il Z Q J a t� _ o .�� w SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED a w_ Lu 1ST FLOOR PL, HT, 1ST FLOOR PL. HT ,a , r _ r , a ` FINISH CEMENTITIOUS S _ a 4 J aL - r4 00 - _ CEMENTITIOUS FINISH _ a J t .. r` � `' � a J �a I\ a ♦- F F r ` T L , _ '` ' _ 4 4^ -co J _ J a - _ ism _4 , f• .F �'-�/<-�• ♦ �-, . - - - - - '` - i' - - 1ST FLOOR FIN. FLR. 1STFl00RFIN LR t • ' -- =� — ' ~K - T 1 _ _ ♦ 1-� �- `� t `i � - 'i / t, / J ♦ , n RIGHT ELEVATION'B'�' 2 REAR ELEVATION B )-11411 11.OII AT 22" X 34" LAYOUT 4 11411. V-011 AT 22" X 34" LAYOUT W m 118" = V-011 AT I " X 17" LAYOUT 118" =1'4' AT I I" X 17" LAYOUT r R A N illl��Il�E�ll MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071. PHONE: 336-282-3606) WJH, LLC 0 2020 M N (D � LJ.JI L.LA o J J �V O O E O co O z Lo 0 o oc0 . o �� U Q PLAN # / ORIENTATION: 1612 BLK RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 2,3 CENTURY MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 O c: J (6 O O E O O N a W o0 0. 0 o a O PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION o SHEET# GRP2 33 INSIDE ry CAULKING LAP& TAPE WEATHER RES4STNEBARRIER ATJOINTS (UPPER ■ . Aa 4' e 0 a d. d' e. A VANDOwODOOR SU MNIMPLLY EXPANDING POLYURETHANE @Ar Q&THER 0@ p@CAULK BARRERINTO OPENING VA"ETO SLL USING SELF ADHERED FLASHING FASTEN SELF -ADHERED FLASHNGCCRNER USNG MECHANICAL FASTENER INSTALL SELF ADHERED FLASHNG AROUND PERIMETER OF OPENING WINDS OW&DOORPANFLRSHING nottostoscale OUTSIDE 9 00 ,;_1[1Il0_ R703.8 Flashing, Approved corrosion -resistant lashing shall be applied shingle -fashion in a manner to prevent entryofwater into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used aslashing shall comply With AAMA711. The flashing shall extend to the Surface of the exterior wall finish. Approved corrosion - resistant lashings shall be installed at all of the following locations: 1, Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written lashing instructions. 1.2 The lashing manufacturer's written installation instructors. 1.3 In accordance with FMNAAMA 100, FMNAAMA 200, or FMAANDMA 250. 1A In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry constructon with frame or stucco walls, with projectng lips on both sides under stucco copings, 3. Under and at the ends of masonry, wood or metal copings and sills, 4. Continuously above all projeI wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6. At wall and roof intersections. 7. At buil-in gutters, THRESHOLD AT DOORWAYS SHALL NOT EXCEED 314' IN HEIGHT, RECESS THRESHOLD IF NECESSARY. 31 1: V-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT I I" X 17" LAYOUT 8" C.M,U, BEYOND S,G,D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, SPECS, PLASTER SAND FINISH SLABISTOOP SLOPE TO DRAIN 1X P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD, FURRING & INSULATION CMU - CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL 1112" =14" AT 22" X 34" LAYOUT 31411 = V-0" AT I V X 17" LAYOUT ROOF FLASHING DETAIL 11121' =1 r-0" AT 22" X 34" LAYOUT 314" : V-0" AT 11" X 17" LAYOUT VINYL SIDING WEATHER RESISTANT BARRIER STRAIGHT FLASHING GAL, "L" FLASHING ROOF UNDERLAYMENT CAP SHINGLE - APPLY WITH ADHESIVE (DO NOT NAIL) >,111111111►ffff G. F�q2 *4t"A a ® W No 8 z cc V1 :9 S TE OF : k/ U ,fillONA1 JUL 92023 W O O H— W F— g W z O Q O UL z W O Q W_ W O tN Q 2 0 z Q _l z O W f— U V) O LL Q J 2 V) (- 0 L.0 W LW�/ 1..1� W Q z J z W J i MORE }.MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 �� 0 J J C11U O O E cM O Ln O . Q CO o0 0 a O PLAN # / ORIENTATION: 1612 BILK / RHI SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRPZ 410 MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 I S r O O co �0 o 0 0 v C J CCi Cn O E C- Lu w 00 . 00 Q o ti PLAN # / ORIENTATION: 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRPZ 43 I MORE HOME • LESS MOVE) 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 N a CC 0 J C `v N O E N 00 Q O PLAN # / ORIENTATION 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET # GRP2 51 la F ro the best of my a k iawledge, this inerrnation u sheetbeen done al tcordance ' d° �" •e ° auwith the 2017 «.. Nix - Florida Building Code(6di k1 ton)-R > A AM ; N mhe' arvrtflchtiuns '^'"-•"�"��-1�26r202D� •e, _ "Pn ssed or lmPhed. _ "\dATE d) SERVICE DISCONNECT )'GFI IWP) ELECTRICAL -1 ST FLOOR - ELEV'B' " 114=1'-0" AT 22" X 34" LAYOUT 11$" =11-0" AT 11" X 17" LAYOUT Mills,ShortAssociates PHONE:772.226.7282 WEBSITE: C.A. #: 30698 www.MilisShortAssociates.com 700 22nd Place, Suite 2Cl2D 100 South 2nd Street, Unit 209 4C20 Lipscomb Street NE, Suite 2 Vero Beach, Florida 32960 Fort Pierce, Florida 34950 Palm Bay, Florida 32905 GENERAL NOTES 1, INSTALL ARC FAULT CIRCUIT -INTERCEPTORS& TAMPER RESISTANT RECEPTACLES RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 20112 & 406,12 2, ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION. 3. ALLkqgUWETAREASANDALLEXTERIOROUTLETSTOBEGF1. 4 ACfDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVINGA FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3.0472 INSTALLALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 OUTLET-110V OUTLET - TV WALL LIGHT ❑ 0 GARAGE DOOR S SMOKE DETECTOR OPENERfP�PWIRE ❑ OUTLET -11OV GROUND FAULT OUTLET - PHONE 18"LIGHT BAR 0FLUSH MOUNT SC SMOKEDETECTORCO2 0 INTERRUPTER OUTLET 110V GROUND FAULT SWITCH - SINGLE POLE COACH LIGHT ❑ BATHROOM INTERRUPTER FRONT DOOR O SURFACE CAN LIGHT EXHAUSTFAN p WATERPROOF 1612 HOUSE LOAD CALCULATIONS 2 SMALL APPLIANCE 1500VA EACH 3000 1 LAUNDRY 1500VA EACH 1500 1603 SF GENERAL LIGHTING @ 3W I SQ. FT. 4809 1 WATER HEATER 4500 1 REFRIGERATOR 1440 0 FREEZER 0 1 DISHWASHER 1030 1 DISPOSAL 690 0 TRASH COMPACTOR 0 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 36,326 FIRST 10,000 @ 100 % 10D00 REMAINDER @ 40 % (26,326) 10530 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 OUTLET.220V i SWITCH -3WAY COACH LIGHT- n REAR DOOR I I C\` OPTIONAL FLUORESCENT ol FAN PREWIRE � 1'X4' 2 LAMPS rlSWITCH 4WAY n METER MAIN COMBO 150AMP NEM4A3R OR 200 AMP NEMA 3R 200 AMP' INSIDE PANEL 3 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 GRADE 1NIRE SCHEDULE 1 TO POWER CO. TRANSFORMER 2 #4 BARE COPPER 3 310 SERAL (FOR 150 AMP) OR 41D SERAL (FOR 200 AMP) PER NEC I TO POWER CC. TRANSFORMER_ BOND TO FOUNDATION STEELAS PER NEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE # PANEL # SCHEDULE # ; DESCRIPTION 1 AHU WITH HEATER 50 AMP #6 1 2 RANGE 40AMP ##8 3 3 4 5 DRYER 30AW # 10 5 6 ACU 30AIVIP # 10 7 7 8 9 WATER HEATER 30 AMP # 10 9 10 WASHER 20AMP # 12 11 11 12 DISHWASHER 20AMP #12 13 BATH GFCI 20AMP #12, 13 14 SM APP #1 20AMP #12 15 GAR GFCI 15AMP 4#14 15 16 SM APP #2 20AMP #12 17 EXT GFCI 15AMP #14 17 18 HOOD/ MICRO 20AMP #12 19 LT(i-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 21 FAMILY 15AMP # 14 21 22 NOOK/ DR 20AMP # 12 23 MAST BED/ BATH 15AMP #14' 23 24 SPACE 25 BED 2/ LOFT 15AMP #14- 25 26 SPACE 27 BED 3/ BATH 15AMP #14 27 28 SPACE 29 SPACE 29 30 SPACE 31 SPACE 31 32 SPACE 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 11 CENTURY zaM�. `� F� 1 MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 1300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Im � to V 4� E ._,.,uJQ 1 � O J J R5 r � o L 0 E O M In 0 ? 0 w 0 O L o 0 0 a r-� L PLAN # / ORIE'N'TATION 1612 BLK / RH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 6,2 rO mom GFI (WP) ELECTRICAL -1 ST FLOOR - ELEV'B' 114" : V-0" AT 22" X 34" LAYOUT 11811: V-0" AT 11" X 17" LAYOUT — SERVICE DISCONNECT GFI (Mu GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES, RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 & 406.12 2. ALL ELECTRICAL EQUIPMENT TO BE SET AT OR ABOVE BASE FLOOD ELEVATION. 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4 ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 1Y OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 9B-3,04.12. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 1612 HOUSE LOAD gKILCULATIONS 2 500VA EACH SMALL APP/TING 3000 1 LAUNDRY500VA EACH 1500 1603 SF GENERAL LI 3W / SO. FT. 4809 1 WATER 4ATER 4500 1 REFRERATOR 1440 0 FR5EZER 0 1 SHWASHER 1030 1 ISPOSAL 690 0 TRASH COMPACTOR 0 MICROWAVES 1630 CENTRAL VACUUM 0 0 MINI FRIG AND ICE MAKER 0 0 JENN AIRE 0 1 CLOTHES DRYER ELECTRIC 5000 1 RANGE 11600 0 COOKTOP 0 0 WALL MOUNTED OVEN 0 1 GARAGE DOOR 1127 0 LANDSCAPE 0 0 POOL PANEL 0 36,326 FIRST 10,000 @ 100 % 10000 REMAINDER @ 40 % (26,326) 10530 20530 HEAT LOAD 9400 W 6110 65% A/C LOAD 2.5 tons 4400 VA 0 100% (HEATPUMP HEATING WITH ADDNL ELECT HEAT ADDED FOR MAXIMUM HEAT LOAD VA) VOLT-AMPERES 26,640 VA DEMAND LOAD AMPERES 111 @ 240V NEUTRAL DEMAND AMPERES 74 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES OUTLET-110V OUTLET -TV WALL LIGHT - GARAGE DOOR OPENER PREWIRE O SMOKE DETECTOR 0 OUTLET • 110V GROUND FAULT OUTLET -PHONE 16"LIGHT BAR (0) FLUSH MOUNT SIC O SMOKEDETECTORICO2 INTERRUPTER 0 2!� il— OUTLET-110V GROUND FAULT SWITCH SINGLE POLE COACH LIGHT O SURFACECANLIGHT ❑� BATHROOM INTERRUPTER FRONT DOOR EXHAUST FAN r= WATER PROOF OUTLET -220V 1 SWITC AYE ® COACH REAR DOOR _J OPTIONAL FAN PREWIRE FLUORESCENT 1'X4'2LAMPS 4 SWITCH -4WAY METER MAIN COMBO150 AMP NEMA3R OR 200 AMP NEW 3R 2DO AMP INSIDE PANEL 3 1 TINTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 - GRADE WIRE SCHEDULE 1 TO POWER CO, TRANSFORMER 2 #4 BARE COPPER 310 SER AL (FOR 150 AMP) 3 OR NO SER AL (FOR 200 AMP) PER NEC TO POWER CO. TRANSFORMER BOND TO FOUNDATION STEELAS PERNEC 250.52(3) BY UTILITY COMPANY ELECTRICAL RISER DIAG11 RAM NOT TO SCALE PANEL SCHEDULE # # # DESCRIPTION 1 1 2 RANGE 40AMP 3 AHU WITH HEATER 50 AMP #6 3 5 DRYER 30AW #10 5 6 ACU 30 7 7 8 9 WATER HEATER 30 AMP #10 9 10 WASH 11 i11 12 DIS 13 BATH GFCI 20AMP #12 13 14 S 15 GAR GFCI 15AMP #14 15 16 SP 17 EXT GFCI 15AMP #14 17 18 H1 19 LTG-GAR—KIT-BATH—FOY 15AMP #14 19 20 RI 21 FAMILY 15AMP#14 21 22 N 23 MAST BED/ BATH 15AMP # 14 23 24 Sl 25 BED 2/ LOFT 15AMP #14 25 26 S; 27 BED 3/ BATH 15AMP #14 27 28 S 29 SPACE 29 30 S 31 SPAEE 31 I 32 I S IiII�I���IIaI CENTURY 'wrt MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606, WJH, LLC © 2020 r�� L J i C) C) .J LL ®ia .J a� C= F� Lu _.j LLJ THE STRUCTURE 15 DE516NED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 FIN15WO AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROGEDURE5 AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS GOMPONENT5 DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECE55ARY 5HORIN6, 5HEETIN6, TEMPORARY BRACING, GUYS, AND TIE-DONN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORING AND BRACING REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT STRUCTURES AND SYSTEMS DURIN6 COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THIS UNIT/MODEL 15 DE516NIED TO RE-515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DESIGN PROV1510N5 FOR WIND AND SEISMIC (SOPNS), MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINC75 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.3.52. A5 SUCH, NALL5 WITH OPENIN65 ARE GON51DERED A 51%LE STRUGTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH WINDOW/DOOR OPENING. • 94EARWALL5 USED IN THE DE516N OF THE STRUCTURE ARE DES16NED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. A5 SUCH, STUD CLIP-5 ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE515T EXGE55 UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARNALL. TERMITE PROTECTION (ONLY TWITE BAIT STATIONS APE TO W INSTAUM) TERMITE PROTECTION SHALL BE PROVIDED BY REC715TERED TERMITIGIDE5, WHIGH MAY INCLUDE 501L-APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANCE WITH THE RULES AND LAN5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A61RIGULTURE AND CONSUMER 5ERVIGE5 LATERAL BRACING WALL SHEATHING SPECIFICATIONS THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. C R15K GATE6ORY 11 $ 5E15MIG GATEG0RIE5 A/B. ENGL05ED, 0.18 INTERNAL PRE55URE GOEFF. ENGINEERED DE516N HA5 COMPLETED PER THE 6TH EDITION 2011 FLORIDA RE51DENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RE5) rE 1604 (BUILDING)) 4 A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED NALL5 K/ 1/2" PLYWOOD OR 055 FASTENED N/ 2Y2"XO.131" NAILS o 6" O.G. ALONG PANEL E06E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LON6 DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WAIL - OR - 2X HORIZONTAL BLOGKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL ED6E5 4 EDGE FA5TENING. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER K/ %"xO.131" NAILS o 16"o.c. USE (8) 512°x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR NALL5 EXTERIOR NALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARCHITECTURAL DRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 7. ALL EXTERIOR WALLS GON5IDERED AS SHEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FA( E5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGA E5 LOCATION AND EXTENT OF 5HEARNALL WHIGH REQUIRES SHEATHING AND/ OR FA5TENIN6 SPEGIFIGATIONS BEYOND THAT OF 5TANDARD GON5TRUGTION 5YM130L SHEAR PANEL 5PEG. 1/2" PLYWOOD OR 055 FA5TENED W 8 2Y2"xO.131" NAIL5 @ 3" o.G. ALON6 PANEL EDGE5 AND 12" o.c. IN -THE PANEL FIELD. NO 5TAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE 5YMB0L SPECIFICATION 1j HD -I U5P HTT45 HOLDOWN' FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL W (1) U5P 5T-1 M5TGM40 STRAP K/ (14)°Y4" DIA x 2Y4" LONG TAPGON5 INTO GMU. N5E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) 'ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDONN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION K/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUR RECOMMENDATIONS. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANCHORS WITHIN 1 3/4" OF FACE ON CONCRETE FOUNDATION WALL 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2017) FLORIDA BUILDING CODE • FOOTING DE516N - THESE! FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 NSF. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P51F MIN. REQUIRED. (I.E. IF 2000 P51F SOIL IS PRESENT, THESE FOUNDATION DE5I6N5 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALL5 WITH 1/2" DIA. ANCHOR BOLTS o 4'-0' a.c. W 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS K/5PACIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PEP PLATE, 12" MAXIMUM FROM PLATE END5 (SEE FIND DETAILS). • ALL LUMBER EXP05ED TO i^EATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY C-ORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE if FASTENER5 IN CONTACT K/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM WMPRE551VE 5TRENGTH5 IN 26 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fly = 60,000 psi ...... REBAR • ALL CONCRETE EXP05EO TO THE VAEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR 55% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY' TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTINU'OU5 END OF REINF. • GROUT SHALL BE A5TM 6416 F'c=3000 P51 W MAX Ya" A66RE6A E • CONCRETE MASONRY UNITS SHALL BE A5TM G90 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1900 P51 (FM = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 EDREINFORCED CMU CORES (AS INDICATED ON PLAN) SHALL BE REINFORCED K/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOI^EL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF V-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE NOT SPECIFIED ON BLOCK PLAN SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEN 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. an- w+zole GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON 95% COMPACTED FILLNIR61N 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON a5% COMPACTED FILLNIR61N SOIL SLAB ON GRADE 3 1/2" GONG. 5LAB N/ it HI.4xl.4 HNF (OR FIBER ME5H ILO HWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIRC71N 501L FLOOR FRAMING •-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP OW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHING SHALL BE 25/52" CONFORMING TO P52-04, 24" O.G., EXP05UPE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS o 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRU5SE5 PER WTGA 4 TPI'S BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • SEE ROOF TRU55 UPLIFT GONWGTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 055/PLYHOOD 5NEATHIN6 2%, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS K/ RSRS l (2--Y8k0.113' RING SHANK) NAILS o b' O.G. o PANEL EDGE5 4 o 6' O.G. IN FIELD. PROVIDE "H" 5TYLE CLIPS ALON6 UNSUPPORTED ED5E5. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES W R5R5-01 NAILS o 3" O.G. • ROOF SHEATHING FOR MAIN ROOF TRU56B SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN5. • TRUSS ALL LAR6E VALLEY 5ET5. FASTEN EACH END TO TrI BELON W U5P MTN12 AND (2) 3"x0.131" TOENAILS TO EACH TRUSS BETKEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIN6, PROVIDE 2x4 (MIN) RAFTER OVERFRAMING o 24' O.G. FASTENED To TRUSS BELOW K/ U5P MTH12 4 (2) 3"x0.131' TOENAILS EA. END (MAX. 4' LENGTH BETHEN SUPPORT POINT5) • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU% MANUFACTURER, MLE55 OTHERW15E NOTED. • ROOF T1455 SHOP DN65. SHALL BE 5113MITTED TO ARGH 4 ENS. FOR REVIEN AND APPROVAL PRIOR To FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.131" NAILS o 16" O.G. ((3) 3'x0.131" NAIL5 0 24' O.G) Mr ai.- MT. a.:- � -. u ., c•... I.rr _.pus 19r . 1 .�.. .: AMA I: ry No r . I:.rr I�lla r"., aC. 1•I. •�..: t. lu.. I:.rr Window � Door Allowable Hind Pre55ure5 UP TO 160 MPH Wind Zone Ex G, Ri5k Gat II Endo5ed 0.18 Internal Pre55ure Goeff. OPENING 51ZE INTERIOR ZONES END ZONE5 3'-0" X 6'-8" DOOR AI +55.6 P5F/-33.8 1 +35.6 P5F/-46.5 P51F 2'-0" X 3'-0" NN1DW @ +31.3 P5F/-405 P5F B2 +31.3 P5F/-49.48 P5F 3'-0" X 5'-0" MON @ +36.5 P51F/-34.6 P5F G2 +36.5 FSF/-482 P5F " DI D2 X 1'-0" DOOR +332 P5F/-36.3 P51F +332 P5F/-41.1 P5F EI 0+31.1 I6'-0" X 1'-0" DOOR +31.1 P5F/-34.8 P5F P5F/-38.6 F5F FI F2 b'-0" X 6'-8" 5.6D. +32.4 P5F/-35.4 P5F +32.4 P5F/-412 P51F End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean rod height, but not less than 4% of least hi dim. or 3 ft. NOTE: Pressures charted here are alloNable pressures K/ a max. mean roof height of 25Ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.b to obtain ultimate pressures. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDING GODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P51F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P51F (50 P5F ® 5LEEPIN6 AREA5) DEAD = 10 P51F (I-JOI5T5 4 SOLID SAW (20 P51F ® TILE) LATERAL (SEE NOTES) SEISMIC (SEE NOTES) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAI1-5 SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAN6ER5 USE COMMON NAIL DIAMETERS NOT TYPIGA� FRAMING GUN NAILS. • EXT. 4 INT. BRG WALLS SHALL BE 2x4 OU55 NOTED OTHERWISE ON PLAN) o 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR BETTER, U.N.O. NALL5 OVER Cl' TALL SHALL BE PER PLAN • ALL HEADER5, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE516WD BASED ON GAI-GULATED LOADS 4 SIZED ACCORDINGLY. CODE TABLES HAVE NOT BEEN i°UR • ALL NON -BEARING INTERIOR STUD NALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING NALL5 SHALL BE: (02x4/6 FLAT o OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 psi; F:=310 psi; E=1.55x10"b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 4 3 PLY BEAM5 OF 7]GUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"xO.120" NAIL5 0 8" O/C OR 2 RON9Ya"x5'z" U5P WOOD 5GREN5 (OR 0)'2" TRU55LOK SCREWS) o I6" O/G. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GRf_1V5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" U5P WOOD 5GREN5 (OR 6 5/4" TRU55L0K SCREW o 16" 0/6. USE A MINIMUM OF 4 RONS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 5TUD, MINIMUM. - THE NUMBER OF 5TU05 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 51U05 REQUIRED, U.N.O.. • FOR STUD P05T GROUP5 SPECIFIED ON PLANS A5 (4),(5) OR (6), FASTEN PLY5 W(23"4.131" NAILS o 6" O.G. OR (23"0.120" NAILS o 4" O.G. (ALL PLY5, FULL HT. OF P05T) • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNDA3EARIN(5. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x HOOD PLATES TO TOP FLANGE OF STEEL. BEAMS WITH PA.F.'s ('HILTI" X-CF PINS OR EQUAL) A I6" O.G. 5TA66ERED, OR 1/2" DIA. BOLT5 A 48" O.G. 5TAG6ERED. • ALL EXTERIOR 4x4 NOOD P05T5 SHALL HAVE U5P C44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"4.120" NAILS (3) TOENAIL5* J015T TO 50LE PLATE (3) TOENAILS 50LE PLATE TO J015T/BLK'6. NAILS A 4" o.c. NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS' TOP OR 50LE PLATE TO STUD 2 NAILS NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS op o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3 TOENAE5 (3) TOENAIL5" DOUBLE STUD NAILS o 24" O.C. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS A 24" o.c. NAILS o lb" o.c. DOUBLE TOP PLATE LAP 51FLI7 9 NAILS IN LAPPED AREA II NAILS IN LAPPED A' A TOP PLATE LAP o CORNERS 4 INTER5E6TIN6 WALLS (2) NAILS (2) NAILS * ?Y2'xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE # ARE SHOW seal: JUL 02023 t 78 4 �1'•, S ATE OF qo;� A') O R O P' i9�.` © copyrighth1: APHA�ULP Structural Engineering, Inc. M&K project number: 195-19004 project mgr: .JSB drawn by: KWR issue date: 07-08-20 REVISIONS: date: initial: W O z J , _Jrn b' :J O 0 J LO LL U ] Ld �U �-� W00 r� I 0 n sheet: S060 seal: JUL N M GARAGE 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L 5LAB ON GRADE 3 1/2" GONG. 5LAB w/ bxb NIAAA NNF (OR FIBER MESH ILO NNF) ON b MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION 140-1 LEW HTT45 HOLDOWN* FASTEN BUILT—UP PO5T5 SUPPORTING ROOF G.T. TO GMU WALL w/ (1) U5P ST-I M5TGM4O STRAP w/ (14) Y4" DIA x 2Y4" LONG TAPCONS INTO GMU. %E ON STRAP TOTAL PER BUILT-UP PO5T, U.N.0) *�RNATIVE TO 5TBI6 ANCHOR BOLT SPEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 7000 EPDXY 5Y5TEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY -SET ANGHORS WITHIN I V4" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • — .. — BEAM / HEADER • EXTENT OF OVERFRAMI% • J L METAL HANGER • INDICATES SHEARWALL • INDICATES HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES G. �.`�Q�;��GEfJ3F •�i ��s NoA 7824 .* :M ATE OF :4U On�O C1% ONAV © copyright "I�dL41E11}JWill,P Structural Engineering, Inc. o. CD Z JW W IZ z W d J y Q a r U 't a E � ==- U3 GO =a aA Jz LU co o � $a M&K project number 195-19004 projectri JSB drawn by: KWR issue date: 07.08-20 REVISIONS: date: initial: I Q. 0 z r- �ii rn--I z O Jd I—' O oLd J LL Z nU 0 OD U. � o � sheet: RIGHT HAND SLOB 0 CMU BLOCK FOUNDATION PLAN 5GALE: I/8"=1'-0" (II"xll" SHEET SIZE) ELEVATION B SCALE: 1/4"=I'-0" (221`x34" SHEET SIZE) MAWNRY LINTEL. MAILS REINFORGB�M MARK DE516NATION TOP BOTTOM SHEARREIt,1FORC8hENT FIB-1 8F8-OB/OT -- — 43-2 6F8-IB/OT 0) #5 MB-3 8FI6-IB/IT Q) A5 0) ►5 MB-4 8F16-2B/IT N *5 (2) #5 N3 VERTICAL TIE5 O 4"o c. w/ 180 DEGREE HOOK T45 APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE d QUALITY PREGA5T GO. NOTES: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-0' SHALL. BE PRESTRESSED. 2. 5HORE FILLED LINTELS AS REARIED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516M 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE FOUNDATION DE5IGN5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • FASTEN 51LL PLATE5 TO FOMA"-ION WALLS WITH 1/2" VIA. ANCHOR BOLT5 ® 4'-0" ox,. w/ 7" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) 5TRAP5 w/SPAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM FROM PLATE ENI05 (SEE FND DETAILS). • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED 50VFHERN PINE #2. • BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE E FA5TENER5 IN CON AGT w/ PRE=5ERVATIVE-TREATED WOOD. CONTACT LUMBER k HARDWARE SUPPLIERS TO WORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE 511ALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 pal:....... FOOTING5 2,500 pal:....... 5LAE35 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXP( )ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE TITAN l% AIR ENTRAINMENT. • ALL FOOTINGS 5HALI BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAEi-a ON GRADE: 5HALL BEAR ON VIRGIN SOIL OR 95% COMPACTED FIT L. • PROVIDE CONTROL .IOINT5 AT ALL INSIDE C oRNER5 OF SLAB ED6E5, AND OTHER L 06ATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" o.C. RECOMMENDED, IE5'-0" MAX) • MINIMUM LAP SPLICE,, ON ALL REINFORCEMENT SHALL 13E 48 BAR DIA. • HOOKS 5HALL BE Pf-'rNIDFD AT DI5GONTIN000S END OF REINF. • 6ROUT 5HALL BE k� 11H G4lb F'c.-3000 P51 w/ MAX %° AGGREGATE • CONCRETE MA5ONR'i UNITS 5HALL BE A5TM CAO WITH A MINIMUM COMPRE551VE 5TREN6TH OF I9OC> P5I (F'M = I500 P%. ALL MORTAR SHALL BE A5T M G210, TYPE 5. GMU DESIGN BA5ED ON \GI 530/550.1 • REINFORCED GMU GORES (A5 INDICATED ON FLAW SHALL E3E REINFORCED w/ (1) :115 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTING DONEL. BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DONEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE C ONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL_ BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR NALL5. (A5 5HOHN ON PLAN5) ROU5H OPENING5 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARGHITEGTURAI_ PLANS. • ARGHITECT/BUILDER TO REVIEN 4, VERIFY ALL BLOCK PLAN DIMEN5ION5 PRIOR TO GON51RU(%TION• RA—.1m 2016 seal: JUL 092023 F N ° •'va No 7 -MO. `a ATE OF O a� XN•�`•o•R \O P �\Cy; 3esslO N A� ��. `%% © copyright:111 IRMAWN Structural Engineering, Inc. (iCD z z .J W .3 W N ® z cL) z ® W i ■ J a r� A ®Ly U 0. ®i1 _� Q `oI1 ~ ; 2 CD ■i. Q ¢' ■.J29 z ■ W �gg y m ¢ a IV M&K project number: 1 95-19004 projectmgr. ,JSB drawn b : KWR issue date: 07-08-20 REVISIONS: date: initial: T 0- 2 U O z IQ �.1 Q� z �- Q J0)< M CO .J LL io 0 � t9 D Ld �- _J U ® - 00 w J Oa m (y) IO, IL sheet: RIGHT HAND ZS I"7 1%. MAX. / HEEL HT. 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU WALL- -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 PROVIDE 5OLID SHIM BETH'N TRU55 b CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE W NOPI OR 51M) a EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR ;1 TRANSFER DETAIL @ ROOF J /CALG 4/4ee1'-0" 2x4 GAT5 a I6"1 -- FA5TENED TO GABLE END TR159 w/ (2)3"1 TOENAILS. PROVIDE (1) Ui RT3A CLIP a OVERHANC75 > 12" ems= 6ABLE END VERTICAL NEB REINFORCING A5 REQURIED BY TRU% MANUF. USP %AMID CLIP a 3b"o.c. EXTERIOR 5HEATHIN6 ED6E NAILING - 2Y2"x0.131 NAIL5 a b"o.c. PROVIDE M015TURE —� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (i NOPI OR 51M) 8 GMU BOND BEAM w/ (1) #5 BAR GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. 6 HORZ. REINF. 5PEG5 FASTEN 5HEATHING TO 2x4 BLOGKING w/ 2 %"x0.113" RIN6 SHANK NAILS a b"o.c. ROOF 51 5HALL BE GONT. 24" MIN 2x4 BLOGKIN6 w/ (3Y3 Ya x0.131" TOENAIL5 EACH END L3 1/4 ' /4"x0.131 NAILS 2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOGKIN6 a 5PAGED a 41 O.G. MAX. 48" O.G. IN FIRST (3) BAYS FASTEN 2x4 TO T' w/ 3Ya''x0.131" OF ROOF TRU55E5-0UT TO NAIL5 a 12" O.G. FIT TIGHT 13ETYEEN TRU55 -VERT WALL REINF. TO BOTTOM GHORD5 EXTEND INTO BOND BEAM FA5TEN DRYWALL TO E3LOCKIN6 w/5GREN5 /NAILS a b" O.G. TYPICAL SHEAR �SFER DETAIL @ SABLE ROOF 2 " 6/6/4',V-0" _ NOTES: 1. 2X PT Bl4K5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUGK TO MA50NRY W/ (1) ROW OF 3%(,"x4" TAPGONS b" FROM EN05 AND lb" O.G. MAX. TAPGON5 TO BE I42' MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN TH15 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO E)<15TIN6 2X BUCKED OPENING, USE (3) RON5 OF 3NO.131" NAILS 5TA66ERED ® 12" O.G. a EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINOON MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK N/ (2) ROW5 OF 2-)�"x0.131" NAIL5 a I6" O.G. FA5TEN WINDOW TO 2X PER WINDOW MANUFA(7URER'5 5PEG5. BY NINDON/DOOR 6. FASTENING 5PEGIFIGATION5 ARE MINIMUMS. ANY FA5TENIN6 REQUIREMENT5 MANUFAGTURER PROVIDtD BY THE MANUFACTURER HHIGH ARE GREATER THAN TH05E SPECIFIED SHALL SUPERSEDE TH05E OF NOTE5 1-5. 2xii P.T. CL OF OPENING GENTER Bi I • V DIA. -1-BOLT'" (5EE BELOW) 2X4 P.T. TOP BUCK • 2X8 P.T. BUCK EACH 510E OF OPENING g PROVIDE (5) Y2" DIA. _-BOLT* W/ 5Y2" • EMBEDMENT AT EACH DOOR BRACKET, EACH 510E OF DOOR. PROVIDE (1)Y2" x 5Ye' THICK NA5HER N/ EACH ANCHOR (15T BOLT TO BE 8'I MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) ' PROVIDEY2" DIA. x 8" LONG 05P 5GRENJBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF MISSED DURING GON5TRUGTION GARAGE DOOR BUCK DETAIL E W" " ISARASE DOOR PERT. REINFORCING DETAIL A W" N48 5EE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FA5TEN EA. ROOF TRU55 TO GMU w/ USP HTNMIb TW15T STRAP. FASTEN 5TRAP TO GMU w/ (4) Ya" DIA. x 2)4" LONG PONIERBOLT 5GREN5 - PROVIDE M015TURE BARRIER PLATE W_-P NOPI OR 51M) a EACH TRI)i - PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRUSSES a EVERY OTHER BAY FA5TENED TO GMU w/ (3) A" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Ya"x0.131" NAILS a EA. END. r) RETROFIT DETAIL r BLAl.6 �e■1"-0e BATT OR BLOWN — WULATION PER ARCH FIBERGLASS 5HIN6LE5 OR TILE ROOF PER ARCH �� APA RATED � 5TRUGTURAL SHEATHING -5EE NOTES 8" OW BLOCK ($2017 FBG, bTH ED. R703.12.1: 5OFFIT5 AND THEIR ATTAGHMENT5 SHALL BE CAPABLE OF RE515TIN6 WIND LOAD5 5PEGIFIED IN TABLE5 R3012(2) AND R3012(3) FOR NALL5 U51N6 AN EFFECTIVE WIND AREA OF 10 5QUARE FEET. NOTE: COORDINATE 5OFFIT OVERHAN65 WITH ARCH AND TRU65 MANUF. DRAWINGS REFI_R TO SDID FOR a ADL''L 51RUGT. INFORMATION - GEILIN6 BOARD -5EE ARGH REFL3? TO FOUNDATION DETAII.5 (FDI.0) d PLAN d,. " 6RADE III=II=III=I I— 1177111-111-11 1-11=_III-111�I I —I ? _Ill-11 I—I—I—� r_I11-111- Q —III=T-III III--111—III— _ GLEAN--� =1 MONOLITHIC FOUNDATION COMPACTED I -0. N/ (2) #5 HORIZ. GONT. ON FILL 0 cI5A MIN CHAIRS (3" MIN. COVER) 5TANDARD DENSITY TYPICAL I -STORY WALL SECTION B SCALE: N.T.S. GROUT LINTEL ASSEMBLY SOLID r117,- _ �r I�i 0,1 N TO •_ S' A 1 •' • CV2'i op 1 ; ; PONEL iW 5TANDARD HOOK J MA50NRY AM PREGA5T LINTEL �i iPITN FOR -5EE PLAN 5PEGIFICATIOW. ►$6�REINIF8"xba GOLUMNIMITRE PREGAi CONCRETE!r ON DONEL L3'XW OW ■Z7 r -r HOOK �i _rT FN CONNECT r • r MA50NRY LINTEL5 W (1) #5 BENT r• POIVi CMU CORNER COLUMN DETAIL a � 0 seal JUL C92023 ,S ,G„FR/E�/"i�� 7 �! O;• ATE OF 4'e o�®YfgA''ee ?``�� © copyright : ARAM //�� Structural Engineering, Inc. leek a ®� ac w ®� WI N �0 CZi rn ■ 4■ JI N m 2' ® U Q a. = O Y LL! 4■ r m li■ a ®� W e� O ■ y muS I W C3 N . oo C1, a Ir M&K project number: 195-19004 projectmgr: JSB drawn by, KWR issue date: 07-0&20 REVISIONS: date: initial: 11 W G� W .J J CL 0 U 2 Q., U co N-I � 4 BOND BEAM w/ _ GONT. (1) #5 REBAR o / CONNECT EN05 _ OF MITRED % MA50NRY � a LINTEL5 w/ (1) #5 i BENT DOVELz LID J G) d ECTING MB(D LINTEL-2 T (� 0 J -ANGLE GUT A5 `' ` U- 5HONN ON PLAN VIEW j �9 _J U i ®�®tLi�g� � �y h� Q �, W 00. �i LI_I � z (y) LL • sheet: ' `Rrowito�61 S v 1.0 m W 1511 'MU BLOCK TYP. 5LAB ON GRADE: 3 1/2" GONG. 5LAB W/ bxb 0) #5 FROM FTC. WIAAA WWF (OR FIBER ME5H TO BOND BEAM. ILO WWF) ON b MIL VAPOR SPLICE TO BE MIN. 30" GROUT CELL BARRIER ON 4" MIN. SOLID GRANULAR FILL ON g5% GOMPAGTED FILLNIP61N 501L , (E6111 —III IIII �+� lI III I —I III III=III4 III — CLEANS I I 1hl j 1 's—MONOLITHIG FOUNDATION COMPACTED I W/ (2) #5 HORIZ. CONT. ON 1-0 FILL o 95% MIN. CHAIRS (3" MIN. COVER) STANDARD DENSITY INHERE 210 STORY OCCURS FTC. SHALL BE 1'-4" WIDE W✓ (2) #5 BAR5 Ii WWI if �CMLS NP8 I GARAGE INTERIOR NOOSE INTERIOR I I TYP. SILL PLATE -SEE DTL I/FOI.O 6ARA6E SLAB -SEE DTL I/FDIA I SLAB ON GRADE -SEE DTL I/FDI.O —III—II PLAIN CONIC. THICKENED MONOLITHIC FOUNDATION W/ SLAB (2) #5 HORIZ. CONT. ON 12'W (`E PLAN FOR SIZE) GHAIR5 (3" MIN. GOVER) IN' CENTER FTC. ON WALL ABOVE TYPICAL THICKENED SLAB INTERIOR 6ARA6E WALL 01@ 5GALE: 3/8"=1'-0" BLOC X ii ♦iCONCRETE LE05E CAN BE ♦ i • �: �: REPLACED •:• r: .� .! 3 .COURSE . SLOPESPLICE .: 19ROUT CELL SOLID TYP, 5ARAZIE SLAB: i� ►� iMIN. 6RANULARON MATCH GMU c15% COMPACTED r PER FI�LNIR&N SOIL I/FOI.0 GLEAN- II —Ili-'' "— MONOLITHICFOUNDATION COMPACTED I'-0' W/ (2) #5 HORIZ. CONT. ON FILL 0 q% MIN. CHAIRS (3" MIN. COVER) STANDARD DENSITY WHERE 2ND STORY OCCURS FT6.5HALL BE 1'-4" WIDE W✓ (2) #5 BAR5 6ARA6E CURB DETAIL � A 5' GMU BLOCK TYP. 5LA13 ON GRADE: 0) #5 FROM FTG. TO BOND 3 1/2" GONG. 5LAB W/ bxb BEAM. SPLICE TO BE MIN. Wl.4xl.4 WWF (OR FIBER MESH 30" GROUr CELL SOLID ILO WWF) ON b MIL VAPOR TYP. PORGH 5LAB- BARRIER ON 4" MIN. 4" CONIC. SLAB ON 4" MIN. GRANULAR FILL ON g5% GRANULAR FILL ON 95SG COMPACTED FILLNIRGIN SOIL COMPACTED FILLMR6IN 501E —I—I—III—I I ITI III III 111- T-1- -Ti I-1 I 1=1 1=1 Yp T(I I I I —I I I7-7 11 JOINT —I 1 ° ° _-_• 11 1111 T 11111 13 COMPACTED FILL 0 11% STANDARD MIN. DENSITY WHERE 2ND STORY OGCVR5 FT6. SHALL BE 1'-4' WIDE W/ (2) #5 BARS L INTERIOR BEARING KALL✓-HEAR WALL 2x P.T. BOTTOM PLATE W/ HILTI X-GF 12 P8- SLAB ON GRADE PINS OR EQUAL 0 36" -SEE FND. PLAN o.C. a jH a °44 ° a ° ^ '� , —� 1!! 2 I I MONOLITHIC FOUNDATION III PLAIN CONC. THICKENED (2) #5 HORIZ. (ANT. ON "W SLAB CHAIRS (3' MIN. COVER) MIN. ii PLAN FOR SIZE) TYPICAL THICKENED SLAB ® INTERIOR 5EARIN6._W4iLL 5 5GALE: N.T.5. LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH15 HOME I$ 5HALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLICABLE AREA5. THE5E WHERE 5PEGIFIGALLY INDIGATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. MONOLITHIC FOUNDATION hV (2) #5 HORIZ. GONT. ON CHAIRS 0" MIN. COVER) PIT TYP. EXT. WALL BEYOND -SEE DTL 2/FVID _7� T_ i GARAGE SLAB II -SEE DTL 2/FDI.0 GRADE —' 12" WIDE GONG. ,. TRENCH FOOTING e. REINFORCEMENT -SEE DTL I/FDIA MIN. TYPICAL SLAB ON &BADE PERIMETER FOOTING 0 OARA6E ENTRY SCALE: GROUT LINTEL ASSEMBLY 50LID BOND BEAM W/ CONT. (U #5 REBAR VINYL SOFFIT (A5 CHOSEN PRECAST LINTEL BY BUILDER) -SEE PLAN SHALL MEET CONNECT EACH M OF S R103.1.1 MA50NRY LINTEL TO TOP REIN. GROUTED GUT EVERY OTHER I" DEEP SAW CUT CONTROL JOINT WITHIN OF PIER/ WALL r✓ (1) #5 GMU GOLUMN I WIRE OF W.W.F. o 24 HOURS OF POUR MID -WAY INTO SLAB BENT DOWEL W/ 14" LEGS (1) #5 BAR CONTROL JOINT -LOCATE JOINTS o SLAB CORNERS It OTHER AREAS WHERE CRACKS ARE TYP. PORCH SLAB LIKELY TO OCCUR (1) #5 FROM FTC. r0 BOND -5� 3/FDID 5ZMAX BEAM. SPLICE TICBE MIN. S 30" GROUT CELL 30LID SLOPE PER PLAN �----- SLAB ON GRADE 4. -SEE FND. PLAN I I =J= = GRADE I— I III—III=1 1. , J = I— I —III —III —III— I' x x' -1—III III I`I I —III —I I (- -III—III—III 1f III —III- 4III— _I11111 -III=III ,III — I MTHIC =FOWATION ru , -' l HORIZ. GLEAN COMPACTEDFILL 0--p-0" GOAT. ON cFA STANDARD MISTY MIN. CHAIRS 0' MIN. T''PICAL PORCH COLUMN ('O KCAL CONTROL .JOINT CONNECTION DETAIL n 5GALE: ° LOCATE ®10' TO IS' o.c. OR SCALE: NONE SLAB ON &RAVE CORNERS WHERE CRACKS LIKELY TO DEVELOP seal: +..".. j.,,IIeIIu�gI��' S. IV�G N 74 p'•, ATE OF '. O 0 X", 4 O R & `ON ,,%% © copyright : MULHERN & KULP Structural Engineering, Inc. W Z J� W W N Z S ILD Z LU as Q � E c� a 4 W -o to Cn 'g LLI T � m Q� J= G y m _ W N C InI In c. M&K project number: 195.19004 project mgr: ,JSB drawn by: KWR issue date: 07-08-20 REVISIONS: date: initial: w LIJ LU 0 00 Q� rn U IJ O nW I --I O Z0) -- Flllll'! O (f) 'I 01) Q � O !1. ZI-- J UUN L L � � l.L sheet: FD1 e0